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1052 FM 78- Guadalupe County Services CenterD D N 6 2 ° 3 7 ' 0 0 " E 1 9 9 . 1 4 ' S 29°5 2 ' 5 6 " E 4 1 1 . 0 9 ' S 6 2 ° 4 2 ' 1 2 " W 1 0 . 3 7 ' S 08°58'51" E 77.8 1 ' S 7 9 ° 2 2 ' 3 0 " W 1 8 . 4 9 ' S 12°21'27" E 3 1 0 . 3 8 ' S 8 1 ° 2 0 ' 1 6 " W 30 . 6 3 ' S 8 7 ° 4 8 ' 4 2 " W 57 . 7 4 ' S 8 2 ° 4 1 ' 5 6 " W 33 . 7 1 ' N 10°33'14" W 2 8 8 . 6 2 ' S 7 1 ° 0 3 ' 1 6 " W 5 5 . 5 2 ' N 27°2 0 ' 3 3 " W 4 4 8 . 5 6 ' S 8 2 ° 4 1 ' 5 6 " W 21 . 0 2 ' S 7 4 ° 5 8 ' 4 3 " W 4 8 . 7 8 ' S 6 3 ° 2 0 ' 0 7 " W 4 4 . 2 4 ' N 29°5 4 ' 4 8 " W 7 1 5 . 4 5 ' N 6 2 ° 3 7 ' 0 0 " E 1 7 2 . 1 8 ' LO T 2 LO T 1 CE N T E R O F C I B O L O C R E E K 77.04' 108.62' 81.07' F . M . 7 8 T V S S S S S S S S S S S S W W W W W W W W W W 50.75' 50.02' 5. 2 3 ' 5' 5 ' 8 ' 5 ' 26 . 6 3 ' 18.00' 14.77' 2 3 . 3 1 ' 88.63' 108.49' R=5.00 R=5.00 R=5.00 31.50' 10 . 8 5 ' 12 . 5 5 ' 1 2 . 9 9 ' 2 6 . 0 0 ' 9. 0 6 ' R=3.00 R=3.00 R=3.00 R=3.00 R=77.85 13.51' 1 8 . 0 0 ' 1 8 . 0 0 ' 83' 9' TYP R=3.0 R=3.0 3 0 . 0 0 ' 16.63' 11 . 7 0 ' R=5.0 R=2.5 R=50.2 1 1 8 . 1 9 ' 3.18' 11.74' 16.62' 106.70' 19.53' 18.46' 9.58'38.66' 19' 7 2 . 5 9 ' 7 2 . 5 8 ' 71.62' 26.00' 18 . 0 0 ' 9.00' 9.00' 1 8 . 0 0 ' 9.00' R=2.0 1 5 . 8 2 ' 1 3 . 0 0 ' R=2.0 24.47' 41.00' R=2.0 1 3 . 0 0 ' 18.00' 1 3 . 0 0 ' R=2.022.00' R=2.0 2 0 . 2 3 ' 2 2 . 1 1 ' R=5.0 R=2.0 14.83' 34.01' R=1.7 5. 2 2 ' 28.89'R=3.0 R=25.0 R=25.0 R =5.0 R =5.0 7.00' 7.56' 15.89' 24 . 4 5 ' 21.60' 9 . 6 3 ' 6 7 . 6 3 ' R =4.0 95.00' 5.55' R =5.0 R=25. 0 193.58' R=3.0 5 5 PAVMENT MARKINGS NOTES: 1.PAVEMENT MARKING PAINT: LATEX, WATER-BASE EMULSION, READY-MIXED, COMPLYING WITH FS TT-P-1952 WITH DRYINGTIME OF LESS THAN 45 MINUTES. 2.DO NOT APPLY PAVEMENT MARKING PAINT UNTIL LAYOUT, COLORS AND PLACEMENT HAVE BEEN VERIFIED WITH THEARCHITECT. 3.ALLOW PAVEMENT TO AGE FOR 24 HOURS BEFORE MARKING. 4.SWEEP AND CLEAN SURFACE. 5.APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE MARKINGS WITH UNIFORM STRAIGHT EDGES. PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS. 6.THIS WORK SHALL CONSIST OF FURNISHINGS AND APPLYING PAINT ON PAVEMENT SURFACES, IN TRAFFIC LANES, PARKING BAYS, AREAS RESTRICTED TO HANDICAPPED PERSONS, CROSSWALKS, AND OTHER DETAIL PAVEMENT MARKINGS, IN ACCRODANCE WITH THE DETAILS SHOWN ON THE DRAWINGS. 7.DETAILS NOT SHOWN SHALL BE IN CONFORMITY WITH THE STATE STANDARDS FOR TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AND SIMILAR REQUIREMENTS ESTABLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION,FEDERAL HIGHWAY ADMINISTRATION. 8.ALL PARKING LOT STRIPING SHALL BE SINGLE LINE 4" WIDE AS PER THE SITE PLANS. 9.PAINT FOR MARKING PAVEMENT SHALL CONFORM TO FEDERAL HIGHWAY MARKING STANDARDS. USE SHERWIN WILLIAMS PROMAR TRAFFIC MARKING PAINT, COLORS TO MATCH THE EXISTING ADJACENT INSTALLATIONS. USE FLAT BLACK,WHITE OR YELLOW, WHERE APPROPRIATE. UNLESS OTHERWISE DIRECTED, USE THE FOLLOWING:A.BLACKTOP OR BITUMINOUS ASPHALT PAVING: USE WHITE COLOR. B.PORTLAND CEMENT CONCRETE PAVING: USE YELLOW COLOR. C.HANDICAPPED ACCESSIBLE PARKING AND ENTRYWAYS: USE WHITE COLOR WITH WHITE STRIPES.D.PROVIDE PAINTED CURBS AT FIRE LANE DESIGNATIONS PER FIRE MARSHAL REQUIREMENTS. 10. APPLY ALL MARKINGS USING APPROVED MECHANICAL EQUIPMENT (WITH PROVISIONS FOR CONSTANT AGITATION OFPAINT) CAPABLE OF APPLYING THE MARKING WIDTHS AS SHOWN. USE PNEUMATIC SPRAY GUNS FOR HAND APPLICATION OF PAINT. ALL PAINTING EQUIPMENT AND OPERATIONS SHALL BE UNDER THE CONTROL OF EXPERIENCED TECHNICIANS THOROUGHLY FAMILIAR WITH EQUIPMENT AND MATERIALS AND MARKING LAYOUTS. 11. DETAIL PAVEMENT MARKINGS SHALL BE THAT MARKING, EXCLUSIVE OF ACTUAL TRAFFIC LANE MARKING, AT EXIT AND ENTRANCE ISLANDS AND TURNOUTS, ON CURBS, AT CROSSWALKS, AT PARKING BAYS AND AT SUCH OTHER LOCATIONSAS SHOWN. HANDCAPPED PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL HANDICAPPED SYMBOL ATINDICATED PARKING SPACES. USE A SUITABLE TEMPLATE THAT WILL PROVIDE A PAVEMENT MARKING WITH TRUE, SHARP EDGES AND ENDS. LIGHT DUTY ASPHALT PAVEMENT PROP CURB AND GUTTER HEAVY DUTY ASPHALT PAVEMENT PROP CONCRETE SIDEWALK C3.0 This document © 2016 "thorn graves." Reproduction in whole or part without written authorization of THORN GRAVES architects is prohibited. REVISIONS / DATENO. DRAWN: DATE: PROJECT NO.: CHECKED: SCALE: SHEET NO.: DRAWING TITLE: GU A D A L U P E C O U N T Y S E R V I C E S C E N T E R 10 5 2 F . M . 7 8 S C H E R T Z , T X 7 8 1 5 4 1612 North TN BA2019/05/03 SITE-DIMENSION PLAN 1" = 30' SPOT ELEVATION LEGEND ALL SPOT ELEVATIONS ARE TO EDGE OF PAVEMENT/GUTTER LINE OF CURB, FINISHED GRADE, FINISHED GRADE ADJACENT TO WALLS UNLESS OTHERWISE SPECIFIED AS BELOW. HPHIGH POINT LPLOW POINT SWSIDEWALK MEMATCH EXISTING TCTOP OF CURB AT BACK FG FINISHED GRADE G GUTTER GRADE LEGEND: EXIST CONTOUR EXIST PROPERTY BOUNDARY EXIST ASPHALT PAVEMENT EXIST 1/2" IRON PIN FOUND (UNLESS NOTED) EXIST POWER POLE EXIST OVERHEAD POWER EXIST BUILDING EXIST WATER VALVE BENCH MARK EXIST COLUMN EXIST FIRE HYDRANT EXIST SIGN EXIST CONTROL POINT EXIST MONUMENT EXIST FENCE PROPOSED PARKING, TYP. PROPOSED WHEELSTOP, TYP. EXISTING 100-YR FLOODPLAIN PROP GREENSPACE HEAVY DUTY CONCRETE PAVEMENT PROP FIRE HYDRANT PARKING TABLE STANDARDACCESSIBLE 77 10 PROP GUARD RAIL ASI-04 2019/04/094 4 4 5 ASI-05 2019/05/035 5 5 5 05/06/2019 Approved By: Armando Alcala Planning & Community Development 9:09 am, 08/19/2019